[OS-2] Slope, embankment, dams and landfills 1

[OS-2-02] Rigid and flexible slope under near-fault pulse ground motions: acceleration records versus synthetic wavelets

*Chenlin Xiang^1,2, Ueda Kyohei², Dongliang Huang^3,2, Yingbin Zhang¹ (1. Southwest Jiaotong University, 2. Kyoto University, 3. Central South University)

キーワード：pulse-like ground motion, earthquake, rigid sliding system, flexible sliding system